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dc.creatorTošić, Nikola
dc.creatorMarinković, Snežana
dc.creatorIgnjatović, Ivan
dc.date.accessioned2019-04-19T14:26:28Z
dc.date.available2019-04-19T14:26:28Z
dc.date.issued2016
dc.identifier.issn0950-0618
dc.identifier.urihttp://grafar.grf.bg.ac.rs/handle/123456789/808
dc.description.abstractA comprehensive database of recycled aggregate concrete and companion natural aggregate concrete beams' flexural and shear strength was compiled from 217 experimental results. Strict criteria were applied to determine the failure type. Sub-databases were formed with beams failing in flexure and shear with and without stirrups. On each sub-database the applicability of Eurocode 2 provisions for flexural and shear strength to recycled aggregate concrete beams was tested. The results show that flexural and shear strength of recycled aggregate concrete beams without stirrups is successfully predicted by Eurocode 2. As for beams with stirrups, further research and experimental results are necessary.en
dc.publisherElsevier Ltd
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36017/RS//
dc.rightsrestrictedAccess
dc.sourceConstruction and Building Materials
dc.subjectRecycled aggregate concreteen
dc.subjectReinforced concreteen
dc.subjectBeamsen
dc.subjectDatabaseen
dc.subjectFlexural strengthen
dc.subjectShear strengthen
dc.subjectEurocode 2en
dc.titleA database on flexural and shear strength of reinforced recycled aggregate concrete beams and comparison to Eurocode 2 predictionsen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage944
dc.citation.other127: 932-944
dc.citation.rankaM21
dc.citation.spage932
dc.citation.volume127
dc.identifier.doi10.1016/j.conbuildmat.2016.10.058
dc.identifier.rcubconv_1845
dc.identifier.scopus2-s2.0-84992511497
dc.identifier.wos000388047400089
dc.type.versionpublishedVersion


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